8978 search results for test
1620000.FHWA
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, . Immediatelyaftercompletionofconstructionoperations,sample and test the prepared soil layer at a testing laboratory qualified under, material changes, the Engineer will require an additional sample. Test results will be averaged for each, of tolerance individual tests to a minimum of 1% organic content and pH values within an extended range, for organic content and pH are obtained. The Engineer reserves the right to take and test additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000.fhwa.pdf?sfvrsn=f6aa45a5_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 160-4.2.4 (Page 194) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp1600402sl.pdf?sfvrsn=d9ba727d_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-15) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Shared Use Path and Sidewalk Construction Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp1600402sl.pdf?sfvrsn=21ad9aa0_4SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp1600402sl.pdf?sfvrsn=c7dcf2f_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp1600402sl.pdf?sfvrsn=ac093555_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp1600402sl.pdf?sfvrsn=e7f0d2e4_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequenc listed in the table below y . The Engineer will perform Verification sampling and tests at a inimum frequency listed in the table below. Bike/Shared Use Path m Test Name Quality Control Verification Verification for Shoulder Only, and Sidewalk Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1600402sl.pdf?sfvrsn=65522798_01450601FHWA
: 145-6.2.1.4 Density Testing Requirements: Meet the requirements of 120-10.2.21.4.2 except as modified, will conduct Verification tests to accept all materials and work associated with 145-6.2. SUBARTICLE 145-6.4 is deleted and the following substituted: 145-6.4 Payment for Resolution Tests: Meet, Maximum Density Determination: The Engineer will verify the QC test results in accordance, selects the optional acceptance criteria, the Engineer will verify the QC test results of FM 1-T099
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1450601fhwa.pdf?sfvrsn=35f38b6_1SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification Verification for Shoulder Only, Shared Use Path and Sidewalk Construction Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp1600402sl.pdf?sfvrsn=eceb7ee_2SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1600402sl.pdf?sfvrsn=ddd76eb4_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp1600402sl.pdf?sfvrsn=bdf00cfe_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 160-4.2.4 (Page 194) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1600402sl.pdf?sfvrsn=cc9adb59_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 160-4.2.4 (Page 196) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp1600402sl.pdf?sfvrsn=b765115c_09320303.origind
test result from all three lots minus three standard deviations. n – Tests shall be conducted, for the tensile testing of one of its straight portions, test specimens produced at the same time, Requirements: Producers shall submit to the State Materials Office (SMO), a test report of the physical, of FRP reinforcing produced. Qualification testing shall be conducted by an ISO 17025 accreditedindependent laboratory approved by the Department for performing the FRP test methods. Three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9320303.origind.pdf?sfvrsn=bad5678a_05480206-724IMPL
of Sections 105 and 120 except as noted within this Section. Have the backfill material tested, independent testing laboratory prior to placement. Submit a certification, signed and sealed, that meets the following electro-chemical test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/5480206-724impl.pdf?sfvrsn=87d1cb36_1dce2700
Construction Engineers SUBJECT: TEST PROJECT FOR SMOOTHNESS SPECIFICATION A copy of the Smoothness, . Prior to statewide implementation, I would like to try this specification on one or two test, constant speed can be maintained to minimize the effect of braking and acceleration of the test vehicle, in accordance with ASTM E 1489. Only those Lots actually tested in accordance with this subarticle will be eligible for bid price adjustments. Excluded from testing are acceleration and deceleration lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2000/dce2700.pdf?sfvrsn=ef3753c2_04550517DB.FHWA
qualified drilled shaft inspector to perform testing. The Department may also perform comparison tests, drilled shaft inspector to perform testing. The Department may also perform comparison tests. Provide, to support miscellaneous structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft prior to placing the concrete. Take samples, as follows: The Engineer will not require tests for pH, viscosity or minimum density when slurry has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550517db.fhwa.pdf?sfvrsn=2548c680_07840000IMP
:(DAT and Production Testing) High-Temperature Low- Voltage Tests. 7.TestG:Test Termination (All Tests). 8.TestH:AppraisalofEquipment under Test. 784-1.4.3 Field Testing: Once the MFES has been, - Voltage Tests. 6.TestF:(DAT and Production Testing) High-Temperature Low- Voltage Tests. 7.TestG:Test, and Production Testing) High-Temperature Low-Voltage Tests. 7.TestG:Test Termination (All Tests). 8.TestH, Testing) Low-Temperature Low- Voltage Tests. 4.TestD:(DATandProduction Testing) Low-Temperature High
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7840000imp.pdf?sfvrsn=ac2dbb79_0D1200000.do
section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor may, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing, the IV test results in the same manner as Verification test results. 120-10.1.6 Reduced Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d1200000.do.pdf?sfvrsn=6f79de_05230000Origin
at the crosswalk location. The test installation will be tested for skid resistance and wear, and procedures has been tested in accordance with the ASTM E-274, Skid Resistance of Paved Surfaces, on a field service test demonstrating that the imprinted texture and coating materials meet, in accordance with ASTM E-303, measuring surface frictional properties using the British Pendulum Tester, per lane, approved by the State Materials Office. The test installation shall be a minimum six feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/5230000origin.pdf?sfvrsn=338ee089_0